CN102445528A - Humidity and osmotic suction-controlled box - Google Patents
Humidity and osmotic suction-controlled box Download PDFInfo
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- CN102445528A CN102445528A CN2011102827392A CN201110282739A CN102445528A CN 102445528 A CN102445528 A CN 102445528A CN 2011102827392 A CN2011102827392 A CN 2011102827392A CN 201110282739 A CN201110282739 A CN 201110282739A CN 102445528 A CN102445528 A CN 102445528A
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Abstract
Described herein are systems, apparatuses and methods for the design and use of a suction-controlled box for the measurement of stress-dependent soil and water characteristics, shear strength, volume changes and consolidation characteristics from a single unsaturated soil specimen. The suction-controlled box can include a suction control part and a mechanical loading part, which can apply various suctions and mechanical loadings to test a specimen for a full range of suctions. The suction-controlled box can also include a helical water compartment that can flush diffused air bubbles.
Description
Related application
Present patent application requires the right of priority of U.S. Provisional Patent Application.The application number of this U.S. Provisional Patent Application is 61/381645, and the applying date is on September 10th, 2010, and denomination of invention is " the unsaturated soil comprehensive test apparatus of humidity and osmotic suction control ".Whole disclosures of this U.S. Provisional Patent Application are incorporated in the present specification as quoting.
Technical field
The present invention relates generally to the mechanical characteristic of saturated and the unsaturation soil body and the measurement of native water characteristic, relates in particular to a kind of design and use of unsaturated soil comprehensive test apparatus of the suction control that helps these measurements.
Background technology
It is very important in various engineerings accurately to test and measure saturated mechanical characteristic and native water characteristic with the unsaturation soil body; These engineerings can comprise various Geotechnical Engineerings and environmental geotechnical, such as the confirming of the characteristic of the design of stability assessment, ground or the roadbed of natural slope, earth structure, efficiency assessment that refuse landfill covers barrier and reclaiming land around sea etc.The soil body characteristic of four keys of these requirement of engineering: shear resistance, the relevant native water characteristic curve of stress (characterizing the moisture holding capacity of the soil body at given suction place), fixed characteristic, body become characteristic (for example pucker & bloat).
At present, have no a cover instrument in 0 to 1000MPa suction scope, passing through the soil body characteristic that individual sample is measured these four keys.On the contrary, there is independently proving installation in these characteristics, and each needs different soil samples.Therefore, in order to obtain four required crucial soil body characteristics, must four different soil samples of test.Owing to have natural otherness and sample preparation otherness between different soil samples, make that it is insecure using four various sample, can not obtain consistent result and parameter.In addition, use four various sample and four testing procedures consuming time and uneconomical.
Preceding text have been analyzed the shortcoming and defect of traditional unsaturated soil experimental apparatus, but its purpose is not exhaustive, but the simplified summary of some problems that prior art is existed.Other deficiencies of prior art and some attendant advantages in a plurality of non-limiting example of the present invention will become further obvious through the understanding that hereinafter is described in detail.
Summary of the invention
To carry out simplified summary below, so that the basic understanding to some aspects of describing in the present invention to be provided.This summary is not that disclosed theme is carried out detailed general introduction, neither be intended to key link or decision key element confirmed in disclosed theme, neither delimit the scope of disclosed theme.Unique purpose is some notions that present disclosed theme as the preorder that hereinafter is described in detail and with the form of simplifying.
In order to overcome the deficiency and the other defect of the existing soil body testing tool that preceding text mention, the invention provides a kind of device, it can provide a kind of integral type test platform.This platform obtains the soil body at least four specific characters of (for example from 0 to 1000MPa) in complete suction scope through sample of a cover instrument, comprises that shear resistance, the relevant native water characteristic curve of stress, fixed characteristic, body become characteristic (for example pucker & bloat).
In one embodiment; A kind of unsaturated soil comprehensive test apparatus of suction control is provided; The unsaturated soil comprehensive test apparatus of said suction control can obtain the soil body at least four specific characters of (for example from 0 to 1000MPa) in complete suction scope through a sample, comprises that shear resistance, the relevant native water characteristic curve of stress, fixed characteristic, body become characteristic (for example pucker & bloat) and other mechanical characteristic and native water characteristic.The unsaturated soil comprehensive test apparatus of said suction control can comprise suction control section and mechanics loading section.Thereby this suction control section can adopt different assemblies to make that the unsaturated soil comprehensive test apparatus of this suction control can be in the suction of full breadth (from 0 to 1000MPa) operation to control the suction of said soil sample.Said different assembly can comprise the axle translation assembly that is used for bargain-hunting power (from 0 to about 500kPa), is used for medium suction the infiltration Control Component and the humidity Control Component that is used for high suction (greater than about 10MPa) of (from about 500kPa to about 10MPa).The mechanics loading section can adopt horizontal charging assembly, vertical charging assembly, horizontal shift assembly and vertical displacement assembly, with the multiple mechanical characteristic of the test soil body.The characteristics of suction control section and mechanics loading section allow the unsaturated soil comprehensive test apparatus of suction control under various stress states and suction force state, to measure the characteristic of the soil body.
In another embodiment, a kind of unsaturated soil comprehensive test apparatus of suction control is provided, the unsaturated soil comprehensive test apparatus of said suction control can provide a kind of integral type proving installation.This device obtains the soil body in complete suction scope (for example from 0 to 1 through sample; At least four specific characters 000MPa) comprise that shear resistance, the relevant native water characteristic curve of stress, fixed characteristic, body become characteristic (for example pucker & bloat) and other mechanical characteristic and native water characteristic.The unsaturated soil comprehensive test apparatus of said suction control can comprise suction control section and mechanics loading section.The unsaturated soil comprehensive test apparatus of this suction control also can comprise spiral fashion hydroecium or pedestal.This spiral fashion hydroecium will wash away the unsaturated soil comprehensive test apparatus of this suction control through the bubble that diffusion is assembled.This can help more accurately obtaining the test result of single soil sample under various stress states and suction force state, and the problem that does not have outside bubble to bring.
According to another embodiment, a kind of experimental technique is provided, it can be through using a sample measurement soil body multiple soil body characteristic of (for example from 0 to 1000MPa) in complete suction scope.For example, the unsaturated soil comprehensive test apparatus of suction control described herein can be realized this method, yet also can adopt other instruments to realize this method.
Hereinafter and accompanying drawing are described some aspect of disclosed theme in detail.Its these aspects only are exemplary, only show the more enforceable approach of the principle of the invention.The disclosed theme intention of the present invention comprises aspect and the equivalence thereof that all are such.Other advantages of the disclosed theme of the present invention and characteristic are from the detailed description of hereinafter and combine the accompanying drawing will be more obvious.
Description of drawings
Describe the embodiment of disclosed theme below in conjunction with accompanying drawing, said embodiment is non-limiting and non exhaustive, except that specifying, and the identical corresponding identical parts of reference number in the whole part of instructions.
Fig. 1 is a kind of schematic block diagram of unsaturated soil comprehensive test apparatus of exemplary suction control.
Fig. 2 is a kind of schematic block diagram of suction control section of comprehensive test apparatus of exemplary suction control.
Fig. 3 is the principle schematic of axle translation technology.
Fig. 4 is the principle schematic of infiltration technology.
Fig. 5 is the principle schematic of Humidity Control.
Fig. 6 is the schematic block diagram of the exemplary mechanics loading section of the comprehensive test apparatus of suction control.
Fig. 7 is the schematic block diagram of the unsaturated soil comprehensive test apparatus of another kind of exemplary suction control.
Fig. 8 is a kind of schematic block diagram of structural arrangement of unsaturated soil comprehensive test apparatus of exemplary suction control.
Fig. 9 is a kind of schematic plan view of unsaturated soil comprehensive test apparatus of exemplary suction control.
Figure 10 is the schematic plan view of A-A section of the unsaturated soil comprehensive test apparatus of the exemplary suction control among Fig. 9.
Figure 11 is the schematic plan view of B-B section of the unsaturated soil comprehensive test apparatus of the exemplary suction control among Fig. 9.
Figure 12 is a kind of schematic flow sheet of unsaturated soil experimental technique.
Figure 13 is the schematic block diagram of the suction controlling unit of unsaturated soil experimental technique.
Figure 14 is the schematic flow sheet of unsaturated soil experimental technique.
Embodiment
Hereinafter will provide complete understanding to embodiment through the description to many specific detail.Yet those skilled in the relevant art will recognize that technology described herein can break away from one or more specific detail, or wait with other method, assembly and to implement.On the other hand, well-known structure, material and step all no longer illustrate or describe in detail, to avoid confusion.
The various embodiments of the unsaturated soil comprehensive test apparatus of suction control described herein can be used for the field of Geotechnical Engineering and environmental geotechnical.The various embodiments of the unsaturated soil comprehensive test apparatus of this suction control can comprise integral type humidity and osmotic suction control unsaturated soil comprehensive test apparatus (or HosmoBox).The multiple mechanical characteristic and the native water characteristic of the unsaturation soil body can tested or measure to the various embodiments of the unsaturated soil comprehensive test apparatus of this suction control, comprises that shear resistance, the relevant native water characteristic curve (SDSWCC) of stress, indirect infiltration coefficient equation, fixed characteristic (comprising sedimentation), body become characteristic (comprising pucker & bloat) and water cut etc.The various embodiments of the unsaturated soil comprehensive test apparatus of this suction control can provide single integral type system, and this system can test these mechanics and native water characteristic and characteristic through single unsaturation soil sample.In addition, the suction in the various embodiments may command full breadth of the unsaturated soil comprehensive test apparatus of this suction control (for example from 0 to 1000MPa).
In this manual, when mentioning " various embodiments ", " embodiment ", " embodiment " or " a kind of embodiment ", expression combines the described concrete characteristic of embodiment, a 26S Proteasome Structure and Function to can be used among at least one embodiment.Therefore, many places occur in this instructions " embodiment " or speech such as " a kind of embodiment " are not necessarily limited to some concrete embodiment.In addition, concrete characteristic, 26S Proteasome Structure and Function can combine in one or more embodiments in any suitable manner.
Construed such as " for example " that this instructions is used, " exemplary " are used as instance, give an example or explanation.But not the present invention is made restriction through said instance.This paper also should not be construed as than other aspect or design with described any aspect of " instance " mode or design and is more preferably or favourable in addition, the equivalent construction and the technology that also should not be construed as those skilled in the art and known.In addition, when mentioning word such as " comprising ", " comprising ", " having " in instructions or claims, it is consistent with " comprising " expression, all is as open understanding, does not get rid of any adding or other element.
Existing with reference to Fig. 1, be the exemplary system block diagram of an exemplary means or instrument.In one embodiment, this instrument can be the unsaturated soil comprehensive test apparatus 100 of suction control, and the unsaturated soil comprehensive test apparatus of this suction control can comprise two main portions, comprises suction control section 102 and mechanics loading section 104.The unsaturated soil comprehensive test apparatus 100 of this suction control can be described as the unsaturated soil comprehensive test apparatus or the HosmoBox of integral type humidity and osmotic suction control.
The key property of single soil sample can tested or measure to the unsaturated soil comprehensive test apparatus 100 of suction control, and these key properties can comprise that shear resistance, the relevant native water characteristic curve of stress, fixed characteristic, body become characteristic (for example pucker & bloat) etc.These key properties can comprise any to the useful characteristic of research soil body characteristic.
The unsaturated soil comprehensive test apparatus 100 of suction control can be operated with control soil sample suction under the suction in a big way.For example the unsaturated soil comprehensive test apparatus 100 of suction control can be the suction of full breadth (for example from 0 to 1000MPa) operation to test or to measure the characteristic of single soil sample.For guaranteeing the performance in each suction scope, the unsaturated soil comprehensive test apparatus 100 of this suction control can comprise suction control section 102.
Fig. 2 has schematically shown suction control section 102; This suction control section 102 can comprise a translation assembly 202, infiltration Control Component 204 and humidity Control Component 206, and these three assemblies are controlled a certain section suction in the complete suction scope (for example from 0 to 1000MPa) through adopting different suction control technologys.Axle translation assembly 202 can locate to adopt a suction of translation control technology section at bargain-hunting power (for example less than about 500kPa).Infiltration Control Component 204 can adopt the infiltration control technology at medium suction (for example from about 500kPa to about 10MPa).Humidity Control Component 204 locates to adopt Humidity Control at high suction (greater than about 10MPa).Through in the unsaturated soil comprehensive test apparatus 10 of single suction control, combining an axle translation assembly 202, infiltration Control Component 204 and humidity Control Component 206, can apply the suction in the full breadth (for example from 0 to 1000MPa).
Generally, the soil body is unsaturated under state of nature.Make both to be filled with liquid (for example water) in the hole that gas (for example air) is arranged again, and this coexistence of two can cause soil body suction.It is generally acknowledged the mechanical characteristic and the native water characteristic of the soil body suction control unsaturation soil body.
Soil body suction is commonly referred to as the gesture of soil body water, and it can calculate from the balance vapor partial pressure of soil body water.Theoretical according to thermokinetics, total soil body suction can limit according to the free energy of soil body water or the relative vapour pressure (relative humidity) of soil body water.According to the Kelvin formula, the available following formula of relation between total suction and the relative humidity is represented:
In the formula (1), Ψ is total suction (kPa), and R is general (mole) gas law constant (8.31432J/ (molK)), and T is an absolute temperature, v
WoBe the specific volume of water,
Be the molecular weight (18.016kg/kmol) of water vapor, u
vBe the vapor partial pressure (kPa) of pore water, u
V0Be the saturated vapor pressure (kPa) of water vapour above pure water plane under the same temperature, RH is relative humidity (u
v/ u
V0).
The total suction of soil body water also is called as the free energy of soil body water simultaneously, and from the suction angle, it is equivalent to that balance vapor partial pressure to the balance vapor partial pressure of soil water and free pure water calculates and the suction that obtains.Total suction can be based on matric suction (pore air pressure (u
a)-pore water pressure (u
w)) and osmotic suction π calculating.
Ψ＝(u
a-u
w)+π (2)
Matric suction, or the capillary component of soil body water free energy, expression interacts via soil body water and soil body matrix and produces liquid tension, and is defined as the difference of pore water pressure and pore air pressure.From the thermodynamics angle, its for through to the balance branch vapour pressure of soil water with have with soil body water with the dividing potential drop of equilibrium water steam of solution of composition calculate the equivalent suction that obtains.Osmotic suction, or the solute part of soil body water free energy are with the gesture contact of water-soluble matter.From the suction angle, its be equivalent to solution (have and soil body water with composition) the balance vapor partial pressure of balance vapor partial pressure and free pure water calculate and duty pressure such as definite.Matric suction and osmotic suction all can be caused by the relative humidity difference of soil body steam.
Control or the suction of measuring in the unsaturation soil sample are important.In general, can use Humidity Control to control total suction.Can use a translation technology to control matric suction, can use the solution of the different solute concentrations that separate by semi-permeable diaphragm to control osmotic suction.
At bargain-hunting power section (for example less than about 500kPa), axle translation assembly 202 can adopt a translation technology control unsaturation soil body suction.Fig. 3 has explained the ultimate principle of axle translation technology through schematic block diagram.Can promote hole air pressure (u through axle translation technology
a) make the pore water pressure increase reach on the occasion of, to avoid the gasification phenomenon in the unwatering system.Total stress (σ) is along with said air pressure improves identical numerical value to keep clean stress (σ-u
a) constant.By this method, clean stress (σ-u
a) promoting hole air pressure (u
a) remain unchanged before and afterwards.Equally, matric suction (u
a-u
w) also remain unchanged, because the lifting of hole air pressure (Δ u
a) and pore water pressure (Δ u
w) lifting be the same.
The axle translation is to have the water isolation that high air-entry value ceramic wafer makes the hole gas in the soil sample and generally is arranged in the pore water pressure measuring system of said soil sample below through use.Under state of saturation, high air-entry value ceramic wafer allows water to pass through, but prevents that free gas from passing through to get into the pore water pressure measuring system, as long as the matric suction that is applied is no more than the air-entry value of ceramic wafer.For example for the pottery of sintering, its air-entry value can reach 500kPa, and for the tailored fibre film, its air-entry value can be up to 1500kPa.
In axle translation technology, hole air pressure and pore water pressure are independent control and measure.A limitation of said axle translation technology is the maximum suction value that can apply, and the air-entry value that it is subject to the maximum that said porosint allows is subject to the atmospheric pressure value that system can apply and bear simultaneously.Therefore, axle translation technology is generally used for controlling the suction of hundreds of kPas of (kPa) magnitudes.
For medium suction scope (for example from about 500kP to about 10MPa), infiltration Control Component 204 can adopt the infiltration control technology to measure or the suction of the control unsaturation soil body.Fig. 4 has explained the ultimate principle of infiltration control technology through schematic block diagram.As long as solvent and solution separately promptly can be observed phenomenon of osmosis by semi-permeable diaphragm, semi-permeable diaphragm only allows the diffusion of solvent molecule.In this situation, solvent molecule is a hydrone.
In infiltration technology, sample and percolating solution separate through semi-permeable diaphragm.For example the control of the infiltration in the soil sample can be based on the fiber semi-permeable diaphragm, and solution circulates under semi-permeable diaphragm.Semi-permeable diaphragm can pass through the ion in the water and soil body, and can not pass through big solute molecule and soil body particle.This causes having solute concentration difference between sample and the solution, makes that also the osmotic potential of semi-permeable diaphragm both sides is different.Under equilibrium state, the aequilateral water energy of said semi-permeable diaphragm can show that the matric suction in the soil sample equals the osmotic suction of solution (osmotic potential).When the osmotic suction of solution was higher than the matric suction in the sample, water was drawn onto in the solution by the soil body, and the suction in the increase sample is to realize balance.
Under equilibrium state, the component that osmotic suction relates to soil body salt is identical in the both sides of semi-permeable diaphragm, and the component that osmotic suction relates to big molecule solute is zero in soil sample.Therefore the difference of osmotic suction in the both sides of said semi-permeable diaphragm equals the component that osmotic suction relates to big molecule solute.Hole air pressure (u in the soil body
a) be atmospheric pressure, similar with the natural conditions at scene.
When the water exchange of semi-permeable diaphragm both sides reached balance, the gesture in the soil body water and the gesture of solution water equated, that is to say that the total suction in the soil body equals the total suction in the solution.Therefore, the osmotic suction difference of semi-permeable diaphragm both sides equals the difference of semi-permeable diaphragm both sides matric suction.Because the matric suction in the solution is zero, so the matric suction (u in the soil body
a 2-u
w 2) equal the difference (also equaling the component that osmotic suction relates to big molecule solute) of semi-permeable diaphragm both sides osmotic suction.
Infiltration technology can be used for the suction that the soil body is tested with generation based on polyoxyethylene (PEG) solution or its equivalent.Polyoxyethylene is because it is the most frequently used safely and simply.The size of osmotic suction depends on solution concentration: concentration is high more, and osmotic suction is big more.The maximum suction value of big molecular solution is subject to the performance of semi-permeable diaphragm and the maximum osmotic potential (or saturation concentration) of solution.The maximum osmotic suction value of polyoxyethylene solution can be and surpasses about 10MPa.
In high suction section (for example being higher than about 10MPa), humidity Control Component 206 can adopt Humidity Control (also claiming the balance of steam technology sometimes).This technology provides different relative humidity to be used to control total suction of various expectations through selecting different saturated salt solutions, and Fig. 5 has explained the principle of Humidity Control through schematic block diagram.Thermodynamic relation formula (1) shows: can control the total suction that is applied to unsaturated soil through the intrapore relative humidity of the control soil body.Can use the WS or come controlled humidity through employing feedback system mixing saturated vapour gas and dry air.
When adopting Humidity Control, can in a thermodynamics closed environment, place the WS of certain compound, and soil sample is put into this enclosed environment.According to the physicochemical characteristic of compound, the compound water-soluble fluid power produces certain relative humidity in closed environment.Carry out the moisture content exchange with the form of water vapor between soil sample and the solution, until realizing suction equalization, the suction of soil sample is controlled in certain value like this.This WS can be the identical product of various concentration, just as the unsaturation solution such as sulfuric acid solution and sodium chloride solution, also can be various saturated salt solusions.The real advantage that saturated salt solution is compared unsaturation solution is to discharge or to absorb a large amount of relatively water, and can the appreciable impact equilibrium relative humidity (ERH).
Through combining an axle translation assembly 202, infiltration Control Component 204 and humidity Control Component 206, the suction control section 102 of the unsaturated soil comprehensive test apparatus 100 of suction control can be realized the suction from 0 to 1000MPa full breadth.
The unsaturated soil comprehensive test apparatus 100 of suction control also can be operated under various mechanics loading environments.In order to realize different loading environments; The unsaturated soil comprehensive test apparatus 100 of suction control can comprise mechanics loading section 104; This mechanics loading section 104 schematically shows like Fig. 6, and this mechanics loading section 104 can comprise horizontal charging assembly 602, vertically charging assembly 604, horizontal shift assembly 606 and vertical displacement assembly 608.This can realize the different mechanical loading environment.One or more assemblies of assembly 602,604,606,608 can be accomplished the measurement that becomes characteristics such as characteristic such as shear resistance, the relevant native water characteristic curve of stress, fixed characteristic and body.Through suction control section 102 and mechanics loading section 104, the unsaturated soil comprehensive test apparatus of suction control can be operated under various stress states and suction force state.
Fig. 7 shows the schematic, system block diagram of another embodiment of the unsaturated soil comprehensive test apparatus 100 of suction control.As previously mentioned, the unsaturated soil comprehensive test apparatus 100 of suction control can comprise suction control section 102 and mechanics loading section 104.The unsaturated soil comprehensive test apparatus 100 of this suction control also can comprise spiral fashion hydroecium 702.
During the unsaturated soil comprehensive test apparatus 100 of operation suction control, the air diffusion can take place.Although air has spread, spreading undissolved bubble can accumulation in the unsaturated soil comprehensive test apparatus 100 of suction control.Spiral fashion hydroecium 702 can be a chamber, additionally or alternatively, this spiral fashion hydroecium 702 can be base.
Shown in Fig. 8 is a kind of structural arrangement synoptic diagram of unsaturated soil comprehensive test apparatus 100 of exemplary suction control.The unsaturated soil comprehensive test apparatus 100 of this suction control can comprise: 1, buret; 2, pressure chamber; 3, level is to displacement transducer; 4, load cap; 5, go up shear box; 6, horizontal load bar; 7, middle shear box; 8, down cut box; 9, vertically to displacement transducer; 10, vertical load bar; 11, be used to control the gas circuit valve of pressure gas; 12, the first spiral fashion water chamber; 13, first screen cloth; 14, first semi-permeable diaphragm or porous stone; 15, level is to load transducer; 16, reaction supporting; 17, soil sample; 18, second semi-permeable diaphragm or high air-entry value ceramic wafer; 19, second screen cloth; 20, the second spiral fashion water chamber; 21, four way valve; 22, wash away system and diffused air volume indicator; 23, pore water pressure sensor; 24, three-way valve; 25, polyoxyethylene solution/humidifying air inlet; 26, peristaltic pump; 27, polyoxyethylene solution/humidifying air outlet; 28, first chamber of beaker; 29, polyoxyethylene solution; 30, intermediate section spacing body; 31, second chamber of beaker; 32, saturated salt solution; 33, electronic balance; 34, pressure chamber top cover; 35, pressure chamber cavity; 36, pressure chamber base; 37, reaction bar; 38, cap bolt; 39, rubber seal; 40, air out; 41, load cap.
The unsaturated soil comprehensive test apparatus of suction control can comprise three kinds of suction control methods.Pressure chamber capable of using 2 is used a translation technology with the gas circuit valve 11 that is used to control pressure gas, and it can be applied to less than the about suction of 500kPa.First chamber 28 that is full of the beaker of polyoxyethylene solution 29 capable of using is used the infiltration control technology, and it can be applied to from about 500kPa to the suction about 10MPa.Second chamber 32 that is full of the beaker of saturated salt solution 32 capable of using is used Humidity Control, and it can be applied to surpassing the suction of about 10MPa.
In bargain-hunting power section (for example being lower than 500kPa), can adopt a translation technology.Can apply high pressure air pressure to pressure chamber 2 via gas circuit valve 11, with control air pressure (u
a).In order to prevent that pressurized air from getting into the second spiral fashion water chamber 20 of soil sample 17 bottoms, the bottom of soil sample 17 has disposed high air-entry value ceramic wafer 18.Can measure the hydraulic pressure (u of the second spiral fashion water chamber 20 via three-way valve 24 through using pore water pressure sensor 23
w).u
aWith the u that records
wBetween difference be called as matric suction.Axle translation technology is limited to the suction that is used to be lower than about 500kPa.
Based on the principle of infiltration, the infiltration control technology can be applicable to from about 500kPa to the suction about 10MPa.The polyoxyethylene of various variable concentrations (PEG) solution 29 can be used for permeating control technology.In order to be implemented in the suction between about 500kPa and the about 10MPa; Can demarcate the polyoxyethylene solution 29 of concentration in first chamber, 28 stored of beaker, this polyoxyethylene solution 29 is pumped into first semi-permeable diaphragm 14 that is positioned at soil sample 17 tops by peristaltic pump 26 and also is pumped into second semi-permeable diaphragm 18 that is positioned at the soil sample bottom.These two semi-permeable diaphragms 14,18 allow the ion in the water and soil appearance 17 to pass through, but do not allow big solute molecule and soil body particle to pass through.This has caused the solute concentration difference between soil sample 17 and the polyoxyethylene solution 29, thereby causes that semi-permeable diaphragm both sides osmotic potential is different.The osmotic potential of polyoxyethylene solution 29 makes soil sample 17 drainings, and it is finally by the negative difference in pore water pressure balance in the soil sample 17.Under equilibrium state, the soil sample suction in the soil sample 17 equals the osmotic suction (osmotic potential) of polyoxyethylene solution 29.When the osmotic suction of polyoxyethylene solution 29 was higher than the suction of soil sample 17, water siphoned away from soil sample 17, and was regulated by four way valve 21, and was measured by buret 1.Because the air pressure around the soil sample 17 remains atmospheric pressure, use infiltration technology more preferably to simulate field condition.
In the high suction section that surpasses about 10MPa, infiltration technology is not satisfactory, therefore adopts Humidity Control in this high suction section.According to equation (1), can control the total suction of the soil body through the intrapore relative humidity of the soil body, and this relative humidity of Humidity Control control.Saturated salt solution 32 can be stored in second chamber 31 of beaker.The salt solusion 32 of this storage can produce the humid air of certain relative humidity; It can arrive soil sample 17 and homogenizing with it in last box 5 and middle box 7 to be circulated to total system through peristaltic pump 26 pumpings afterwards, and this humid air is got back to second chamber 31 of beaker afterwards.At given suction place, flow out or the water vapour that flows to any excess volume of soil sample 17 will be collected or provided by second chamber 31 of beaker, and should amount measure by electronic balance 33.
Through combining axle translation technology, infiltration control technology and Humidity Control, the unsaturated soil comprehensive test apparatus of suction control can be realized the suction in 0 to 1000MPa the full breadth.The unsaturated soil comprehensive test apparatus of this suction control can also be independently or is realized that synchronously various stress load.
The unsaturated soil comprehensive test apparatus of suction control comprises the mechanics loading section, and this mechanics loading section comprises horizontal loading system and vertical loading system.This mechanics loading section 6 also comprises vertical displacement measuring equipment and horizontal direction displacement measurement equipment.
In the unsaturated soil comprehensive test apparatus of suction control, can realize vertically loading through vertical load bar 10, can measure the vertical displacement of soil sample 17 through vertical displacement sensor 9.As need shearing force, can apply horizontal force to the bottom of soil sample 17 through horizontal load bar 6, and this power can be measured by load cell 15.Moving horizontally of loading system 6 can be measured by horizontal displacement sensors 3.
In the operating period of the unsaturated soil comprehensive test apparatus of suction control, the air diffusion takes place.The diffusion but undissolved air can accumulate in second lower semi-permeable diaphragm or high air-entry value ceramic wafer 18 belows.These air can wash away via the second spiral fashion water chamber 20.
With reference to Fig. 9, show the planimetric map of the unsaturated soil comprehensive test apparatus of the suction control among Figure 10 at present.For the ease of describing, the A-A section among Fig. 9 launches in Figure 10, and the B-B section among Fig. 9 launches in Figure 11.
Shown in Fig. 9 be 6, horizontal load bar; 8, down cut box; 20, the second spiral fashion water chamber; 25, polyoxyethylene solution/humidifying air inlet; 27, polyoxyethylene solution/humidifying air outlet; 36, pressure chamber base; And 37, reaction bar.Shown in Fig. 8 and the element A that in Figure 10, launches comprises 4, load cap; 5, go up shear box; 6, horizontal load bar; 7, middle shear box; 8, down cut box; 10, vertical load bar; 11, be used to control the gas circuit valve of pressure gas; 17, soil sample; 25, polyoxyethylene solution/humidifying air inlet; 27, polyoxyethylene solution/humidifier air out; 34, pressure chamber chamber lid; 35, pressure chamber cavity; 36, pressure chamber base; 37, reaction bar; 38, cap bolt; 39, rubber seal; 40, air out; And 41, load cap.Shown in Fig. 8 and the element B that in Figure 11, launches comprises 10, vertical load bar; 11, be used to control the gas circuit valve of pressure gas; 12, the first spiral fashion water chamber; 13, first screen cloth; 14, first semi-permeable diaphragm or porous stone; 17, soil sample; 18, second semi-permeable diaphragm or high air-entry value ceramic wafer; 19, second screen cloth; 20, the second spiral fashion water chamber; 25, polyoxyethylene solution/humidifying air inlet; 27, polyoxyethylene solution/humidifier air out; And 40, air out.Fig. 9,10 with the function of the unsaturated soil comprehensive test apparatus of suction shown in 11 control can be the same with the function of the unsaturated soil comprehensive test apparatus of suction control shown in Figure 8.
Method or the rule that for example can unite use with the unsaturated soil comprehensive test apparatus of the described suction control of Fig. 8 to 11 has been described with Figure 12 to 14.For simple declaration, this method or rule are described or are described as sequence of operations, and its purpose neither limit the order of experimental implementation neither experimental implementation is carried out exhaustive.For example, experimental implementation can be carried out and/or carry out simultaneously by various order, and comprises that other do not have the experimental implementation of describing once more.In addition, described step not all is that method described here and algorithm are essential.Those skilled in the art can be familiar with and understand, and these methods and algorithm can be shown a series of incoherent states through constitutional diagram or repertory.。
Existing with reference to Figure 12, what illustrate is the illustrated steps process flow diagram of method 1200 that is used to test, measure or confirms the various characteristics of single soil sample, and soil sample can be unsaturated state.In entire method 1200, can use same soil sample.
This method begins at 1202 part places, wherein can confirm first characteristic of soil sample.In 1204 parts, can on same device, confirm second characteristic of same soil sample.This device can be the for example unsaturated soil comprehensive test apparatus of the control of the suction shown in Fig. 8-11.In 1206 parts, can on same device, confirm the 3rd characteristic of same soil sample.In 1208 parts, can on same device, measure the 4th characteristic of soil sample.
First characteristic, second characteristic, the 3rd characteristic and the 4th characteristic can comprise important geotechnological characteristic, become characteristic (comprising pucker & bloat) and water cut etc. such as shear resistance, the relevant native water characteristic curve of stress, indirect infiltration coefficient equation, fixed characteristic (comprising sedimentation), body.These characteristics can be any mechanics or the native water characteristic of soil sample.This device can be the unsaturated soil comprehensive test apparatus of suction control, and it can provide single integral type system, can be from single soil sample these mechanics of test and water and soil characteristic and characteristic, control complete suction scope (for example from 0 to 1000MPa) simultaneously.
Existing with reference to Figure 13, what illustrate is to be used to control soil sample at the illustrated steps process flow diagram from the method 1300 of 0 to 1000MPa suction scope.Soil sample can be unsaturation.In entire method 1300, can use same soil sample.Suction in the full breadth can realize that the unsaturated soil comprehensive test apparatus of this suction control can provide can be in complete suction scope through the mechanical characteristic of the single soil sample test soil body and the integral type system of native water characteristic through the unsaturated soil comprehensive test apparatus of suction control.
At 1302 part places, this device can use a translation technology to control the suction that is lower than about 500kPa.When using axle translation technology, can promote soil body pore air pressure to increase soil body pore water pressure (u
w) reach on the occasion of, to avoid the gasification phenomenon in the unwatering system.Total stress (σ) is along with air pressure improves identical numerical value, to keep clean stress (σ-u
a) constant.By this method, clean stress (σ-u
a) promoting hole air pressure (Δ u
a) remain unchanged before and afterwards.Similarly, matric suction (u
a-u
w) also remain unchanged, because hole air pressure (Δ u
a) lifting and pore water pressure (Δ u
w) increase the same.Axle translation technology realizes through the water that uses high air-entry value ceramic wafer to isolate in the pore water pressure measuring system of hole gas in the soil sample and the below that is usually located at soil sample.Under state of saturation, this ceramic wafer allows water to pass through, but prevents that free gas from passing through to flow into the pore water pressure measurement system, as long as the matric suction that is applied is no more than the air-entry value of porous plate.This translation technology is subject to the maximum gas pressure value that system can apply and bear, and the air-entry value of porosint (in hundreds of kPa magnitudes).
At 1304 part places, this device can use the infiltration control technology to control about 500kPa to the suction between about 10MPa.In infiltration technology, sample and percolating solution are separated by semi-permeable diaphragm.For example the control of the suction in the soil sample can be based on the fiber semi-permeable diaphragm.Solution circulates in the semi-permeable diaphragm bottom.This film can pass through the ion in the water and soil body, and can not pass through big solute molecule and soil body particle.Therefore, the solute concentration between solution and the sample is different, has caused the osmotic potential of semi-permeable diaphragm both sides different.The different draining or the water inlets that cause soil sample of the osmotic potential of solution and soil body water, and this gesture is finally by the negative pore water pressure balance in the sample.The water energy of these film both sides can show if solution in equilibrium state, the matric suction in the soil sample equals osmotic suction (osmotic potential).When the osmotic suction of the solution matric suction greater than sample, water is drawn to solution from the soil body, increases suction in the sample to realize balance.
In equilibrium state, the component that osmotic suction relates to soil body salinity is identical in the semi-permeable diaphragm both sides, and the component that osmotic suction relates to big molecule solute is zero in the soil body.The osmotic suction difference of semi-permeable diaphragm both sides equals the component that osmotic suction relates to big molecule solute.Soil body mesoporosity air pressure (u
a) be in atmospheric pressure, similar with the natural conditions at scene.
When the water exchange via semi-permeable diaphragm reached balance, the gesture of soil body water equaled the gesture of solution water, that is to say that the total suction in the soil body equals the total suction in the solution.Therefore, the osmotic suction difference of semi-permeable diaphragm both sides equals the difference of semi-permeable diaphragm both sides matric suction.Because the matric suction in the solution is zero, the matric suction (u of soil body water
a 2-u
w 2) equal the difference component that relates to solute of osmotic suction (or equal) of semi-permeable diaphragm both sides osmotic suction.
Infiltration technology can be used for soil body test to produce suction based on polyoxyethylene (PEG) solution or its equivalent.Polyoxyethylene is because it is the most frequently used solute safely and simply.The value of osmotic suction depends on solution concentration: concentration is high more, and osmotic suction is big more.Maximum suction value is subject to the performance of semi-permeable diaphragm and the maximum osmotic suction gesture of solution (also being concentration) (can reach about 10MPa).
At 1306 part places, said device can use Humidity Control control to surpass the suction of about 10MPa.When adopting Humidity Control, can in a thermodynamics closed environment, place the WS of certain compound, and soil sample is put into this enclosed environment.According to the physicochemical characteristic of compound, the compound water-soluble fluid power produces certain relative humidity in closed environment.Carry out the moisture content exchange with the form of water vapor between soil sample and the solution, until the realization suction equalization,
Existing with reference to Figure 14, what illustrate is the illustrated steps process flow diagram of method 1400 that is used to measure or test various mechanical characteristics and the native water characteristic of single soil sample.Soil sample can be a unsaturated soil appearance.In entire method 1400, can use same soil sample.Various mechanics and native water characteristic and characteristic can comprise important geotechnological characteristic, become characteristic (comprising pucker & bloat) and water cut etc. such as shear resistance, the relevant native water characteristic curve of stress, indirect infiltration coefficient equation, fixed characteristic (comprising sedimentation), body.
At 1402 part places, soil sample is controlled in the suction scope from 0 to 1000MPa.For from 0 during, use axle translation technology to the suction of about 500kPa scope.During for suction, use the infiltration control technology from about 500kPa to the 10MPa scope.During for suction, use Humidity Control from about 10MPa to about 1000MPa scope.These technological combinations allow the suction of control soil sample from 0 to 1000MPa scope.
At 1404 part places, to said soil sample various mechanics loading environments are provided, said loading comprises that level loads and vertically loads, and carries out the measurement of level and vertical displacement simultaneously.Said loading environment can realize becoming such as shear resistance, the relevant native water characteristic curve of stress, fixed characteristic and body the test or the measurement of the characteristic of characteristic.
At 1406 part places, the bubble of diffusion is washed away from soil sample.Be used for operating period of various suction conditions and mechanics loading environment at device, the air diffusion takes place.Although air has spread, the undissolved bubble of diffusion can accumulate near the soil sample.The bubble of these gatherings can be washed away by the custom-designed part (for example base or chamber) of device.
Its purpose of the above-described embodiment of the invention is not specific embodiment of the present invention to be carried out exhaustive, neither limit the invention to disclosed form.The purpose of enumerating embodiment just makes an explanation to essence spirit of the present invention and explains.With reference to disclosed specific embodiment, those skilled in the art can carry out multiple modification to the present invention in the scope of these embodiment.
At this, although the present invention has combined a plurality of embodiment and respective drawings to describe.Be to be understood that and do not break away from the present invention and the embodiment of applications similar maybe can make amendment or increases to realize function identical with the present invention, similar, alternative or that replace said embodiment.Therefore the present invention should not be limited to described arbitrary single embodiment, and should combine the scope of accompanying claims and understand.
Claims (20)
1. the unsaturated soil comprehensive test apparatus of suction control comprises:
The suction control section; With
The mechanics loading section,
It is characterized in that: the unsaturated soil comprehensive test apparatus of said suction control is confirmed at least four kinds of soil body characteristics of single soil sample.
2. the unsaturated soil comprehensive test apparatus of suction control according to claim 1 is characterized in that said at least four specific characters comprise shear resistance.
3. the unsaturated soil comprehensive test apparatus of suction according to claim 1 control is characterized in that said at least four specific characters comprise the stress native water characteristic curve of being correlated with.
4. the unsaturated soil comprehensive test apparatus of suction control according to claim 1 is characterized in that said at least four specific characters comprise fixed characteristic.
5. the unsaturated soil comprehensive test apparatus of suction control according to claim 1 is characterized in that said at least four specific characters comprise that body becomes characteristic.
6. the unsaturated soil comprehensive test apparatus of suction according to claim 1 control is characterized in that said suction control section can operate to control the suction of said soil sample in the suction scope from 0kPa to 1000MPa.
7. the unsaturated soil comprehensive test apparatus of suction control according to claim 1 is characterized in that said suction control section comprises:
Axle translation assembly, it can be operated in less than the suction scope of about 500kPa to control the suction of said soil sample;
The infiltration Control Component, it can be operated in the suction scope from about 500kPa to about 10MPa to control the suction of said soil sample;
The relative humidity Control Component, it can be operated to control the suction of said soil sample in being higher than the suction scope of about 10MPa.
8. unsaturated soil comprehensive test apparatus according to claim 1 is characterized in that said mechanics loading section comprises:
Horizontal charging assembly, and the horizontal shift assembly that is used to measure soil body horizontal direction distortion under loading environment; With
Vertically loading system, and the vertical displacement assembly that is used to measure soil body vertical direction distortion under loading environment.
9. unsaturated soil comprehensive test apparatus according to claim 1 is characterized in that said soil sample is the unsaturation soil sample.
10. unsaturated soil experimental technique comprises:
On individual equipment, confirm first characteristic of single soil sample;
On said individual equipment, confirm second characteristic of said single soil sample;
On said individual equipment, confirm the 3rd characteristic of said single soil sample; And
On said individual equipment, confirm the 4th characteristic of said single soil sample.
11. unsaturated soil experimental technique according to claim 10, the suction that further is included in the said soil sample of control on the said individual equipment is 0 with approximately between the 1000MPa.
12. unsaturated soil experimental technique according to claim 11 comprises that further the suction of on said individual equipment, controlling said soil sample according to axle translation technology is less than about 500kPa.
13. unsaturated soil experimental technique according to claim 11 further comprises according to infiltration technology at the suction of the said soil sample of control on the said individual equipment at about 500kPa with approximately between the 10MPa.
14. unsaturated soil experimental technique according to claim 13 is characterized in that said infiltration technology further comprises the suction that adopts between polyoxyethylene (PEG) solution or its equivalent generation 500kPa and the 10MPa.
15. unsaturated soil experimental technique according to claim 11 comprises that further the suction of on said individual equipment, controlling said soil sample according to Humidity Control is greater than about 10MPa.
16. unsaturated soil experimental technique according to claim 11 further comprises the axle translation technology that combines to be used for less than the about suction of 500kPa, is used at the infiltration technology of the about suction between 500kPa and the 10MPa and is used for greater than the about Humidity Control of the suction of 10MPa.
17. unsaturated soil experimental technique according to claim 10 further comprises the stress of control soil sample vertical direction and the displacement of measuring vertical direction.
18. unsaturated soil experimental technique according to claim 10 further comprises the stress of control soil sample horizontal direction and the displacement of measuring horizontal direction.
19. unsaturated soil experimental technique according to claim 10 comprises that further the bubble that diffusion is assembled washes away from said equipment.
20. the unsaturated soil comprehensive test apparatus of a suction control comprises:
Be used to control soil sample at instrument from 0 to 1000MPa suction;
Be used to realize the instrument of multiple stress loading environment; And
Be used for the bubble of diffusion is washed away the instrument walked from the unsaturated soil comprehensive test apparatus of said suction control.
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|---|---|---|---|
| US38164510P | 2010-09-10 | 2010-09-10 | |
| US61/381645 | 2010-09-10 |
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| CN201110282739.2A Active CN102445528B (en) | 2010-09-10 | 2011-09-09 | The unsaturated soil comprehensive test apparatus that humidity and osmotic suction control |
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Also Published As
| Publication number | Publication date |
|---|---|
| US8800353B2 (en) | 2014-08-12 |
| US20120060588A1 (en) | 2012-03-15 |
| HK1170567A1 (en) | 2013-03-01 |
| CN102445528B (en) | 2015-12-16 |
| CN202486124U (en) | 2012-10-10 |
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